Loading...
HomeMy WebLinkAboutDWG 455-2; PIP 06-07; BRESSI RANCH LOT 15; 01-03.. ----------------------------------------------------------------------------------------------------------------------------,§ . ..... . ... :·::g· s··· WORK TO BE DONE GENERAL NOTES 1. THIS Pf.AN SUPF;RSEOES All OTl/£R Pl.ANS PR£VIOIJSI. Y APPROW BY THE CITY rF CARLSBAO REGARDING IMPROVEMENTS SHOWN ON THIS SET rF Pf.ANS. 2. APPROVAL rF THIS Pl.AN DOES NOT LESSEN OR WAIi£ ANY PORTION rF THE CARLSBAD AI/JNIC/PAL CODE:, RESOi./JTION rF CONDITIONAL APPROVAL. CITY STANDARDS OR OTl/£R ADDITIONAL OOC/JMENTS l/STEO HEREON AS THEY AIA Y PERTAIN TO THIS PRO.ECT. THE ENC/NEER IN R£SPONSl8/..E CHARGE SHALL REVISE THESE Pl.ANS III-IEN NON-CONFORMANCE IS DISCOVERED. .I CITY APPROVAL rF Pf.ANS DOES NOT REL/flC THE DEVELOPER OR ENGINEER- OF-HVRK mOM RESPONS/8/lJTY FOR TH£ CORRECTION OF ERRORS ANO OMISSIONS 0/SCOWREO 0/JRINC CONSTR/JCT/ON. All Pl.AN REI//SIONS SI/All BE PROA/Pll. Y S/JBM/T7EJ) TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-rF-WAY PERMIT mOAt THE CITY ENGINEER Will 8£ REQ/JIREO FOR ANY HVRK IN TH£ PUBLIC RIGHT rF WA Y. PRIOR TO PERI/IT /SS/JANCE, A CERT/FICA TE OF /NS/JRANCE All/ST 8£ RLEO NAMING THE CITY rF CARLSBAD AS AN ADDITIONAL INS/JREO ON TH£ PERAIITTEE'S POUCY IN THE MIN/Al/JAi AMO/JNT rF IT.000.000.00 FOR EACH OCC/JRRANCE rF UABILITY. THE INSURANCE COAIPANY WRITING THE PO/JCY /./US[ HA i,c A RA TING OF 'A-• OR BETTER ANO A SIZE CA TECORY rF CLASS V OR BETTER AS ESTABLISHED BY "BtsTS" KEY RA TING GIi/OE. 5 NO WORK SHA/.L BE COAIAIENCED /JNT/l All PERMITS HA VE 8E£N OBTAINED mOAt THE CITY ANO OTHER APPROPRIATE AGENCIES. 6. REVISION rF THESE Pf.ANS AIA Y BE REQ/JIREO IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE OEAfJ/JNE DA TE rF THE 11./PROVEAIENT AGREEMENT. 7. NO REVISIONS /ill/. BE MADE TO THESE PLANS ltlTHOIJT TH£ WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED ltlTHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET rF THE Pf.ANS ANO TITLE SHEET. 8. ORIGINAL DRAIHN(;S SHALL BECOME THE PROPERTY (T THE CITY I/PON BEING SIGNED BY TH£ Cl TY ENC/NE£/?. 9. TH£ ORIGINAL DRAllfNG SHALL BE REVISED TO RERECT AS-BIi/LT CONDITIONS BY TH£ ENGINEER-!F-WORK PRIOR TO flNAL ACCEPTANCE OF TH£ WORK BY THE CITY. Ta ACCESS FOR RRE ANO OTHER EAIERGENCY VEHIC/..ES SI/All 8£ AIAINTAINEO TO TH£ PRO.ECT SITE AT All TIA/ES DI/RING CONSTR/JCTION. 11. WHERE TRENCHES ARE llfT/1/N CITY EASEMENTS, A SOILS REPORT COAIPR/SEO OF: (A) SUMMARY SHEET, {B) LABORATORY WORK SHEETS ANO {C} COMPACTION C/JRVES, SHALL 8£ SUBI/ITTED BY A PROFESSIONAL ENGINEER rF TH£ STA TE OF CAUFORNIA, PR/NC/PALLY DOING 8/JS/NESS IN THE RElD OF APPLIED SOILS AIECHANICS. TH£ SOILS REPORT /ill/. BE SUBMITTED TO TH£ CITY ENGINEERING INSPECTOR WITHIN TIIV WORK/NC OA ~ rF COMPLETION rF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT{S} SI/All BE /!./MEDIA TUY S/JBM!TTEO TO 'THE CITY ENGINEERING INSPECTOR UPON COAIPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCllON UEUJN(i 'iHAIL Bf IIF(Q AT 7Hf 'i/Tf PRtQR TQ 7llf BEGINNIN/J OF WORK ANO SHALL BE A TTENOEO BY All REPRESENTA T/VES RESPONSIBI£ FOR CONSlR/JCTION. INSPECTION, SI/PERVIS/ON. TESTING ANO All OTH£!1 ASPECTS rT THE WORK. TH£ CONTRACTOR SHALL SCHEO/JLE THE AIEETINC THRO/JCH THE PER!.IIT CLERK(760-438-JB91) AT LEAST RVE(5) WORKING DA~ PRIOR TO START/NC CONSTRUCTION. APPRO-.CO DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEOIJUNC. 1.I All INSPECTION REO/JESTS OTHER lllAN FOR PRECONSTR/JCTION MEETING Will 8£ AIAOE BY CALUNG THE ENGINEERING 24-HO/JR INSPECTION REQ/JEST UNE AT (160} 438-3891./NSPECTION REQUESTS Ill/ST BE RECE/W PRIOR TO 2· 00 P.M. ON 7llf QA Y BEFORE 7llf INSPECTION 1£ NFFDFl1 INSPECTIONS llfll B£ MADt TH£ NEXT WORK DAY /JNLESS YO/J R£0/JEST OTHERIWSE. REQ/JESTS MADE AFTER 2: 00 P.M. /ill/. BE SCHEOIJl.£O FOR TIIV F/Jll /lrJRK DA~ LATER. 14. THE OWNER ANO/OR APPUCANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTR/JCT AND UAINTAIN All SAFETY DEVICES. INCL/JO/NG SHORING, ANO SHALL BE SOI.El. Y R£SPONSl8/..E FOR CONFORMING TO All LOCAL. STA TE ANO FEDERAL SAFETY ANO HEAL TH STANDARDS. lA H5 ANO R£G/JlA T/ONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR COIJE SECTION 6705 BY SUB!.llmNG A DETA/l Pl.AN TO THE CITY ENC/NEER AND/OR CONCERNED AGENCY SHOMNG THE DESIGN rF SHORING, BRAC!NC SI.OPING OR OTHER PROVISIONS TO 8£ IIADE OF WORKER PROTECTION FROM 'THE HAZARD rF CA VINC GRO/JNO DURING THE EXCAVA T/ON OF SUCH TRENCH OR TRENCHES OR 0/JRINC TH£ PIPE /NS TAI.LA TION THEREIN. 'THIS Pl.AN Ml/ST BE PREPARED FOR All TRfNCHES R,C FEET {5') OR MORE IN DEPTH ANO APPROW BY 'THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES mOM THE SHORING S~TEM STANDARDS ESTABlt'iHFQ RY Tllf CONSTRUCTION 'iAEUY ORDFR>, TITIE B CALIFORNIA ADM/NISTRA TI-.C COOE. 711[ Pl.AN SHALL BE PREPARED BY A REG/STEREO ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF 'THE OSHA EXCA VA T10N PERA/IT MUST 8£ S/JB/I/T7EJ) TO THE INSPECTOR PRIOR TO EXCA VA TION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED llf'THIN ANY llfJRK ZONE DI/RING CONSTR/JCTION. OPERA TIQNS Mil CEA Sl" IMMFQIA TR Y, ANQ 711£ PERMITTEE Will NOTIFY THE CITY ENGINEER. OPERATIONS Will NOT RESTART I/NT/I. THE PERAI/TTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 17. All OPERA T/ONS CONO/JCTEO ON THE SITE OR ADJACENT 'THERETO, INCL/JO/NG WARM/NC /JP, REPAIR, ARRIVAL. DEPART/JRE OR OPERATION OF TR/JCKS, EARTHMOVING EQIJIPMENT, CONSTR/JCT/QN EQUIPMENT ANO ANY OTHER ASSOC/A TEO GRADING EQ/JIPMENT SHALL BE LIAIITEO TO THE PERIOD BETIICEN 7.·00 A.I.I. ANO S/JNSET EACH DAY. MONDAY 'THRU FRIDAY ANO ND EARTHMOVING OR GRADING OPERA T/ONS SHALL 8£ CONO/JC!EO ON IICEKENOS OR HOLIOA rs. (A LIST rF CITY HCVDA'fS IS AVAH..ABLE AT THE ENC/NEERING DEPARTMENT COUNTER.} 18. All OFF-SITE HA/JI. ROI/TES SHALL 8£ S/JB!.1/TTEO BY THE CONTRACTOR TO THE QTY ENGINEER FOR APPROVAL lJIIO Fl/LL lfVRKING DA~ PRIOR TO BEGINNING OF WORK. TH£ CONTRACTOR SHALL BE RESPONSl8/..E FOR ANY DEBRIS OR DAMAGE QCCIJRRING ALONG THE HA/Jl, R()IJTE OR ADJACENT STREETS AS A RfS/Jl,T OC TH£ GRADING OPERATION. 19. NO BU.STING SHALL BE COMMENCED llf'THOUT A CITY £NC/NEER APPRO-.CO Bl.AST/NG PROGRAM. 20. THE EXISTENCE ANO LOCATION rF /JTILITY STR/JCT/JRES ANO FACILITIES SHOWN ON TH£ CONSTR/JCTION PLANS HERE OBTAINED BY A SEARCH rF THE AVA!lABLE RECORDS. ATTENTION IS CALLEO TO TH£ POSSIBLE EXISTENCE OF O 'THER /Jll/JTY FACIUT/ES OR STRUCT/JRES NOT SHOWN OR IN A LOCATION DIFFERENT mOAt THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQ/JIREO TO TAKE 0/JE PRECAUTIONARY MEASURES TO PROTECT THE /Jll/JTIES SHOWN ON 'THE Pl.ANS ANO ANY OTHER EXISTING FACILITIES OR STR/JCT/JRES NOT SHOWN. 21. THE CONTRACTOR SHALL 1.£RIFY THE LOCATION OF All EXISTING FAC/UTIES {ABO-.CGRO/JNO ANO /JNOERGRO/JNO} llf'THIN THE PRO.ECT SITE S/JFF/C/£Nll. Y AHEAD OF THE CONSTR/JCTION TO PERMIT THE REVISIONS OF THE CONSTR/JCTION PLANS IF IT IS FOi/NO 'THAT TH£ ACT/JAL LOCATIONS ARE IN CONFUCT Wl'TH TH£ PROPOSED Hai'K. 22 'THE CONTRACTOR SHALL NOTIFY AFFECTED /Jll/JTY COMPANIES (SEE Bil.OW} AT LEAST lJIIO Fl/LL WORKING DA~ PRIOR TO STARl/NG CONSTR/JCT/ON NEAR THEIR FAC/l/TIES ANO SHALL COORDINATE WORK 111TH A COMPANY REPRESENTATI-.C. /JNDERGROIJNO SERVICE ALERT SOGM SBC TIAIE WARNER CITY OF CARlSBAD(STREETS ANO STORA/ DRAIN) , CARLSBAD MUN. WATER DISTRICT (SEHER, WA TER Gt REC. WATER) ,SAN OIEG/J/TO WATER DISTRICT ,LEI/CAO/A WASTEWATER DISTRICT ,VALLECJTOS WATER DISTRICT ,J)l../'vENHAIN WA TER DISTRICT ,Bl/ENA SAN/TA TION DISTRICT • AS APPROPRIA TE (800) 422-4133 (800) 660-7343 (800} 892-0123 {760} 438-7741 {760} 434-2980 {760) 438-2722 (160} 633-2650 (160} 753-0155 (760) 744-0460 {760} 753-6466 (160} 726-1340 NOTE SEWER NOTES r:: '."""' --:..:.: - --':" : ...,.. --'---.. -~__£J;;-.::::;:: ;:;_; ;::_ 7 THE IUPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE Wl'TH THE FOLLOMNG OOC/JMENTS. C/JRRENT AT THE TIME OF CONSTR/JCTION, AS DIRECTED BY THE CITY ENGINEER. 1. SEHER MAIN ANO APP/JR!ENANCES SHALL BE CONSTR/JCTEO IN ACCORDANCE 111TH THE "CITY OF CARLSBAD ENGINEERIN/J STANDARDS (LA TEST EDITION). VO/../JAIE 1 -GENERAL DESIGN STANDARDS. CHAPTER 6 -DESIGN CRITERIA FOR GRAV/TY SEHER UNES ANO APP/JRTENANCES, ANO VOLi/ME J -STANDARD SPECIF/CA T/ONS FOR P/JBLIC MJRKS CONSTRIJCT/ON. LA TEST EDITION {GREEN BOOK). CONTRACTOR SI/All /A/PROVE moNTAGE IMPRO-.CMENTS ALONG PALOMAR AIRPORT ROAD ANO CAMPBELL PLACE THAT ARE !.1/SSING, DAMAGED OR RELOCA TEO (DR/I/EWA~ P/JBL/C STREETS, LANDSCAPING ANO /RR/GA TION) AS PART OF THE DEVELOPMENT OF THIS PROECT. SPECIAL NOTES THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR 10 .. -~--~~~110'° .. __ ,;: ... ,00 .-l:·:>::;:•: .•.. : CJ .. V : ::'-;?-'.•,;j;::i;:::::;-;i"•:,;":~·-, .I ~: ~;::~;~=A~T=RDS J~~-i'i-;;;.~..,.._. ~;==9[1';:s .. '"'"''.1~. J~~ ': " : = ::c':m:~;sPIP 06-07 BRESSI RANCH LOT 15 DA TEO JANI/ARY 24, 2007 2 TH£ CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROAI THE 0/'IISION rF INO/JSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SI/All ADHERE TO All PROVISIONS OF THE STA TE CONSTR/JCTION SAFETY ORDERS. . .I BEFORE ANY CONNECTION TO THE DISTRICTS EXISTING S~TEM, A PERMIT SI/All 8£ OBTAINED mo1.1 THE DISTRICT. IT Ill/ST BE SIGNED ANO APPROW BY 'THE 0/STR/Cl'S ENC/NEER ANO S/JPERINTENDENT. BY THE ENGINEER OF WORK. THE PUBLIC WORKS DIRECTOR'S S/GNA Tl/RE ON THESE PLANS DOES NOT CONS71TUTE APPROVAL OF ANY OF THESE NOTES, AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIi? ENFOl?CEMENT. 1. NEITHER THE OWNER NOR THE ENGINffR OF WORK WILL ENFORCE SAFETY MEASURES OR REGULA 710NS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING SHOl?/NG, AND SHALL BE SOLELY RESPONSIBLE FOR CONFDl?MING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND l?EGULA 710NS. -.. -------_ 5. THE STANDARD SPEC/FICA T/ONS FOR P/JBLIC WORKS CONSTR/JCTION (GREEN \. >.'. · J..,., L; 1Jfs0 6. /J/J'i?EPORT Gt RECOMAIENDA TIONS BY SOIJ'THERN CAUFORNIA GEOTECHNICAL. INC. · DA TEO MA Y 22, 2006 ANO /JPDA TE LETTER DA TEO JAN/JAR Y 22, 2008. 7. TH£ SAN DIEGO AREA REGIONAL STANDARD ORA IHNGS ANO AS MAY BE MODIFIED BY THE CITY rF CARLSBAD STANDARDS. 4. BEFORE ANY CONSTR/JCTION BEGINS IN ANY P/JBLIC RIGHT-OF-WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQ/JIREO. 5. THE CONTRACTOR SHALL NOTIFY TH£ CITY OF CARLSBAD ENGINEER/NG INSPECl/ON 48 HO/JRS PRIOR TO BEGINNING CONSTR/JCTION. TEL. Na (160) 438-3891. 2. LOCATION AND ELEVA 710N OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL 8£ CONFIRMED BY FIELD MEASIJl?EMENTS PRIOR TO CONSTl?UC710N OF NEW WORK. .I BEFORE EXCAVA71NG FOR THIS CONTRACr, VERIFY LOCATION OF UNDEl?Gl?OIJNO U71U71ES. THE EXISTENCE AND LOCA 710N OF ANY UNDE/?GROUND U71LITY PIPES OR STRUCTURES SHOWN ON THESE Pl.ANS HAS BEEN OBTAINED FROM AVAILABLE l?ECORDS ONLY AND MAY NOT RITTECT ALL EXIS71NG U71Ll71ES. LOCA 710NS OF ALL EXIS71NG IJ71LITIES SHALL BE CONFIRMED BY FIELD MEASUREMENTS. PRIOR TO CONSTRUCTION CONTRACTOR OF WORK TO PERFORM EXPLORATORY £\'CA VA T/ONS IN ORDER TO PROVIDE SUfflCIENT llME PRIOR TO CONSTRUCTION FOR ANY NECESSARY PERMIT REVISIONS. -~3ll~~~~'\l -,J,;~T/fooo ---1, .. ,i.;;:\h \C-1--_ ... 1-.. ,.' H ·. 0 ~~ •·· ·•·· g_ !:=;~:!:!:~::!!:!!:~::f l~:f :::::~ Gt EN0NEERING -+1d4~ lrn .. • , DATED APRIL .l 2006. (sWMP 010011) IIPDATEO 2-26-08 WATER NOTES '# ;" CAUFORNIA STORM WATER Q/JAUTIY ASSOC/A TION (CASOA) STORM WATER BEST MANAGEMENT ·t··.•.··.···.·. .•,'· .......... Ta PRACTICE, CONSlR/JCTION HANDBOOK; ANO THE STA TE OF CAUFORNIA DEPARTMENT rF 1. WATER Gt RECYCLED WATER MAIN ANO APPIJRTENANCES SHALL BE CONS TR/JC TEO IN ACCORDANCE llf'TH THE 'CITY OF CARLSBAD STANDARDS' {LATEST EDITION} VOLi/MES 2 Gt J; 2 THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT mou THE 0/VIS/ON rF INO/JSTR/AL SAFETY BEFORE ANY EXCA VAT/ON ANO SHALL PROV/OE PRO!F rF OSHA NOT/FICA T/ON ANO SHALL AOHER£ TO All PROVISIONS rF THE STA TE CONSTR/JCTION SAFETY ORDERS. J; BEFORE ANY CONNECTION OR SH/JT DOWN OF VAL ,CS ON EXISTING C.M. W.O. LINES. A PER!.IIT SHALL 8£ OBTAINED FROAI THE C.M. W.O. OFFICE ANO Ml/ST BE S/GNEO ANO APPRO-.CO BY THE CITY OF CARLSBAD's OEP/JTY CITY ENGINEER ANO TH£ /JTIL/TY OPERATIONS' P/JBL/C WORKS MANAGER. 4. A PRECONSTR/JCTION CONFERENCE MEETING SHALL BE HEW A MINIAI/JM OF 7 DA ~ BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY rF CARLSBAD ENC/NEERING INSPECTION 48 HO/JRS PRIOR TO BEGINNING rF CONSTRIJCTION, TELEPHONE {760)4J8-J891 FOR SCHEO/Jl/NG. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HO/IRS PRIOR TO START/NC /lrJRK SO 'THAT INSPECTION MAY BE PROVIDED - TE1£PHON£ (160)438-3891. 6. NO TREES OR STR/JCT/JRES SHALL BE AlLOHEI) IN THE WATER UNE EASEMENT, All EXISTING TREES ANO STR/JCT/JRES SI/All BE REMO-.CO PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SI/All REQIJIRE WRITTEN PERMISSION FROAI 'THE DISTRICT ENGINEER. 7. All Bl/RIED COPPER PIPING ANO APPIJR!ENANCES SHALL BE PROTECTED BY MEANS OF CA THOOIC PROTECTION. IF DEVELOPER/OWNER CONO/JCTS A SOILS TEST REPORT ANO DEMONSTRATES 'THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER /ill/. CONSIDER AN AL TERNA T/-.C FORM rF PROTECTION. 8. THE EXACT HORIZONTAL ANO -.CRITCAL AUGNMENT ANO TYPE OF MATERIALS rF THE RRE UNE LOCA TEO BETHEEN THE DETECTOR CHECK VAL -.C ANO Bil/LO/NG SHALL BE DETERMINED 8 Y TH£ CITY OF CARLSBAD RRE MARSHAL 9. All POTA8/..E WATER ANO RECYCLED WATER SERVICES SHALL 8£ 1• ANO All METERS SHALL BE 5/8' (/JNLESS O TH£RIWSE NO TEO ON PLANS}. 10. All WATER METER BOXES SHALL BE 11' X JO' X 12' POLYMER CONCRETE AS MAN/JFACT/JREO BY ARMORCAST OR EQIJAL. 11. MINIM/JM SPACING BETWEEN POTABI£ WATER LATERALS ANO SEHER SERVICES SHALL BE 10 FEET. 12 'THE TOP (T WATER METER BOXES SHALL 8£ Fl/JSH llfTH THE RN/SHED SURFACE GRADE. /J; CONSTR/JCTION OF WATER MAINS ANO RECYCLES WATER A/A/NS SHALL ADHERE TO THE 'CRITERIA FOR THE SEP~RA T/ON OF WATER MAINS ANO SANITARY Sf:HERS' P/JBLISHEO BY THE STATE OF CAUFORNIA's DEPARTMENT OF HEALTH Sf:RVICES. 14. AXIAL OEFl£CTION AT THE PIPE JOINTS ARE NOT AllOHEI). TH£ USE rF HIGH DEMCTION COIJPl/NG AT A PIPE JOINT MAY 8£ PERMITTED BY TH£ INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COi/PUNG (2 DECREES/EACH GASKET). USE CERTAINTEED 'VIN'tl.-lRON' H.0. FOR C900. STREET NOTES 1. ACT/JAL STR/JCTI/Al SECTIONS llfll BE DETERMINED AFTER "R' VAL/JE TESTS HA ,C BEEN CONOIJCTEO BY A PROFESSIONAL ENGINEER/NC OF THE STA TE OF CAUFORNIA, PR/NC/PALLY 00/NG BUSINESS IN THE FIELD rF APPLIED SOIL MECHANICS. ON THE PREPARED BASEMENT SOil. 'THE "R' VAL/JE TESTS ANO THE ENGINEERED STR/JC/JTRAL SECTION Ml/ST BE S/JBMITTEO TO THE ENGINEERING INSPECTOR FOR REVIEW ANO APPROVAL A MINIM/JAi OF TIIV (2) CITY WORKING OA rs BEFORE THE llfJRK BEGINS. 4. CONTRACTOR IS l?EOU/l?ED TO TAKE Pl?ECAU710NARY MEASURES TO PROTECT THE IJ71LITY UNES SHOWN HEl?EON AND ANY OTHER EXIS71NG LINES NOT OF RECORD OR SHOWN ON THESE PLANS. 5. WHERE TRENCHES AR£ ADJACENT TO FUTURE BU/WING SITES, SOILS REPORTS SHALL BE S/JBMITTEO TO THE ENGINEER OF WORK BY A Q/JALIFIED SOILS ENGINEER WHICH CER71FY' THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE f'rl'TH THE ON-SITE EARTHWORK SPECIF/CA 710NS. • AS DEFINED IN AND LIMITED IN SEC710N 6735.5 OF THE BUSINESS AND PROFESSIONAL CODE OF CALIFORNIA 6. SAFETY FENCES SHALL BE PROVIDED BY THE CONTRACTOR WHERE REQUIRED BY THE PIJBLIC WORKS DIRECTOR. 7. CONTRACTOR SHALL ADJUST EXISTING WATER VAL -.C CO-.CRS. CLEANO/JT CO-.CRS ANO Sf:IIER AIANHO/.£ CO-.CRS, ETC., TO GRADE WHERE NECESSARY. '-:C::::\Oo Oo INDEX MAP SCALE: 1'=60' " I -Ji:, \l · _; r·s· · \\ . i" • ~>~;··,_ ... f p·,:>~ . . ' ,,! ' '::: _______ _--·. : ....... -er.--~ r: •····. <, /.(Jj" 11 8. ANY RETAINING WALLS SHOWN ON THESf: PLANS ARE FOR /NFORMA TION ONLY. A SEPARATE BU/£0/NG PERMIT ANO INSPECTION Will BE REQ/J/REO mOAt THE BUILDING INSPECTION DEPARTMENT FOR Tl/DR CONSTR/JCTION. 9. TH£ BOTTOM OF All EXCAVA TONS SHALL BE OBSERVED BY A GEOTECHNICAl ENGINEER. KEY MAP LEGEND r--------1 L--------.l 10. CONTRACTOR SHALL CONFIRM ALL EXIS71NG FAC/L/71ES TO BE l?EMOVED/REPLACED/ RELOCATED FOR /NSTALLA 710N OF ALL PROPOSED IMPROVEMENTS. 11. CONTRACTOR TO l?EJ.IOVE/REPLACE/RELOCA TE ANY LANDSCAPING/HAl?DSCAP/NG WHICH CONFLICTS IN ANY WAY f'rlTH THE INSTALLA 710N OR PROPEi? FUNC710NING OF THE PROPOSED IMPROVEMENTS. 12. THE CONTRACTOR SHALL /JNCOVER ALL U71Ll71ES THAT MAYBE JOINED, CROSSED, OR PARALLELED TO VERIFY BOTH HORIZONTAL ANO VER71CAL LOCATION PRIOR TO ANY CONSTRUC710N. ANY CONFLICT OR DISCREPANCY SHALL BE Bl?OUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUC710N. OTHEl?WISf THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY AOD/710NAL CONSTRUCTION OR RELOCATION COSTS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, MAINTAIN/NG, RELOCATING, ANO OR REMOVAL OF EXISTING U71L/71ES. H. THE CONTRACTOR SHALL l?EPLACE ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENT WITH IMPROVEMENT EQ/JAL OR SUPERIOR. 15. CONTRACTOR SHALL POTHOLE ALL /JNDERGROUND /JTILITIES TO BE CONNECTED TO, CROSSED OR GRADED OVER PRIOR TO ANY CONSTRUC710N. 16. PRIOR TO ANY CONSTRUC710N THE CONTRACTOR IS TO COOl?DINA TE PLANS WITH ALL OTHER DISC/PUNES AND N071FY ENGINEER OF WORK IF ANY DISCl?EPENCY ARISES. 1 Z IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO ACQUIRE AND ENFOl?CE ALL NECESSAl?Y TRAFFIC CONTROL PERMITS NEEDED TO SAffi Y CONDIJCT WOl?K IN THE PUBLIC RIGHT OF WAY. CONTRACTOR OR DEVELOPEl?/OWNER MIJST, COORDINATE ALL TRAmC CONTROL WITH THE AGENCY OF JUl?ISDICTON. IB. ALL PROPOSED STORM DRAIN FAC/Ll71ES ARE PRIVATE UNLESS OTHERWISE NOTED. 19. REFER TO Al?CHITECl'S PLAN FOR HARDSCAPE LAYOUT .t SPECIF/CA 710NS. 2a LOCA T10N AND ELEVATION rF /AIPRO-.CMENTS TO 8£ MET BY 'WOmC' TO 8£ DONE SHALL 8£ CONFIRUEO BY RELO MEAS/JREMENTS BY THE CONTRACTOR PRIOR TO CONSTR/JCT/ON OF NEW lltYIK. 21. CONTRACTOR IS R£Q/J/R£0 TO TAKE PRECA/JTIONARY MEASURES TO PROTECT THE UTIIJTY UNES SHOWN HEREON ANO ANY 071/ER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 22. CONTRACTOR AGREES THAT HE SHALL ASS/JME SOL£ ANO COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS 0/JRING THE CO/JRSf: (T CONSTR/JCTION OF THIS PRMCT, INCL/JO/NG SAFTEY OF All PERSONS ANO PROPERTY. THAT 'THIS R£Q/JIR£!.IENT SI/All APPLY CONTINO/JS/... Y ANO NOT 8£ L/!.1/TED TO NORMAL WORKING HO/JRS ANO THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY ANO HOW THE OWNER ANO THE ENGINEER HARAIL£SS mOAI ANY ANO All UAB/l/TY REAL OR ALLEGED, IN CONNECTION IH'TH THE PERFORMANCE OF WORK ON THE PRMCT, EXCEPTING FOR UABILITY ARIS/NC FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. SHEET LIA/IT SHEET N/JMBER 80//NOARY LINE PROPOSED WA lER AIAIN PROPOSED WA lER SERVICE PROPOSED FIRE SERVICE PROPOSED RR£ H/'ORANT PACIFIC OCEAN © ----------@ @ VICINITY MAP NOT TO SCALE CITY OF VISTA ProJflCt slla. BENCH MARK TRANSPORTATIONS CONSTR/JCT/ON SITE BEST MANAGEMENT PRACTICES(BMP) AIAN/JAL LEGEND DESCRIPTION PROPERTY UN£ £\'/ST/NC CONTO/JR EXIST/NC Cl/RB Gt GUTTER. EXISTING SANITARY ~R CLEANO/JT EXISTING WA lER MAIN EXISTING RR£ H'f!JRANT ASSEMBL Y EXISTING WATER GATE VAL-.C EXISTING COMM/JNICA T/ON UNE EXISTING ELECTRICAL UNES EXISTING TREES a• P. V.C. WATER AIAIN CLASS 150 8'CMU,C WATER UAIN. • RR£ H'f!JRANT ASSEUBL Y a• GA TE VAL VE ASSEMBL Y a• OOl/81..E DETECTOR CHECK VAL 1.£ ASSY. 2• MANI/Al AIR R£/£ASE ASSr. 2• BLOW OFF ASSY. . . 2• AIR VAC/JIJ/1 RELEASE . THR/JST BLOCK . • . . DWG.NO. .CMl+V WJ4 . CMl+V W/2. . CMl+V W/6 . . .CUHO W-22 CMHO W6 CM/lfJ W6 CMWD W7 t;MHO W/5 Gt W/9 ENO CAP ASSEUBLY . . . . . • . . . . . . CM/lfJ W/5. 2• DOMESTIC WATER SERVICE W/. 2.0' R.P. BACKFLOW DEVICE 1.5' /RR/GA T/ON METER W/. . BACKFLOW DEVICE 6' PVC SEHER LATERAL (PVT). . CMl+V Wt W20. . CM/lfJ W4, W20. CARLSBAD S1 PROPOSED 6' SEHER MAIN (PVT). • . . . . CARLSBAD 55. . CARLSBAD 56. . CARLSBAD GS-?O . PROPOSED SEHER Cl.£ANO/JT (PVT). PROPOSED OR/I/EWA Y. . . . . . REAIO-.C EXISTING Cl/RB ANO GIITTER. RE!./0-.C EXISTING S/OEWAI.K. ' . . . . . . . . . . . . . PROPOSED SAWCUT . . . . . . . . . . . . . TRENCH RES/JRFACING_ . . . . . . . SORSIJ G24, T'fP5 B . SYMBOL QUANTITY ---------- "J. .... w,----·\l """\,\L ... ____ W a• P~ Cl-150 ____ W a• CMLJtC 10 ~GE' t ---l~I-@ ■ f--W-,a-------{'OE -~CID---@ 1--------(9 -s--- -s---0 .- 895 lF 62 lF J EA 6 EA I EA 13 EA I EA 1 EA 1 EA 1 EA 320 lF lEA 540 !F 140 lF 700 SF 375 lF 110 lF 2. STREET LIGHTS SHALL 8£ INSTALLED AS SHOWN ON THESE Pl.ANS. /JNOERGRO/JNO CONO/J/T RI/NS. SERVICE POINTS ANO HANO-HOLES SI/All BE SHOWN ON THE 'AS-Bllllr Pl.ANS. NO DIRECT Bl/RIAL STREET UGHT FOlJNf)AT/ONS Will BE AllOHEO. All LI/MINA/RES SHALL 'CIIT OFF' TYPE. 'DECLARATION OF RESPONSIBLE CHARGE' DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SI/RWY /ICLL ON CENTERLINE OF EL CAMINO REAL BASIS OF BEARINGS 'THE BASIS OF BEARINGS FOR THIS Pf.AT IS T/1£ NORTHEASTERLY UN£ OF LOT 15 OF TRACT CT 02-15 J.E. N09V7'54 "W REFERENCE DRAWINGS OWG. NOS. 331-1; 314-J; 370-2 400-BA; 400-88; 421-JA; 421-38; .I All /JNOERGRO/JNO /JTIL/l/ES ANO LATERALS SHALL 8£ INSTALLED PRIOR TO CONSTR/JCTION OF CURBS. CROSS CUTTERS OR SURFACINC OF STREETS. ' 4. STORM DRAIN PIPE SHALL 8£ REINFORCED CONCRETE PIPE IH'TH A MINIM/JAi 0-lOAO rF 1,J5a FOR PR/VA TE STORA/ DRAIN PIPES. /JP TO 15' PK: MAY BE Ull/JZEO PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKF//.1.£0 111TH J/4' ROCK PER SORSO S-4 TYPE 'c' ANO PIPE MEETS ASTA/ STANDARD 3034 FOR SOR JS SO/JO WALL PIPE. i III-IERE AN EXISTING PIPE UNE IS TO 8£ ABANDONED IT SHALL BE REMOVED ltl'THIN THENTY FEET OF 8/JILD/NG OR STREET AREAS ANO REPLACED 111TH PROPERLY COMPACTED SOILS. IN OlllER AREAS THE PIPE Will 8£ PL/JGGEO 111TH CONCRETE OR RE/10-.CO AS APPROVED BY THE CITY ENGINEER. 6. llf-lEELCHAIR RAMPS SHALL BE INSTALLED PER REQ/JIREMENTS OF TITLE 24, CALIFORNIA AOMINISTRA TIVE CODE. 7. SMET TREES SHALL BE INSTALLED PER SECTION IV O.J rF TH£ CITY rF CARLSBAD LANDSCAPE MAN/JAL 8. RRE H'f!JRANT MARKERS SI/All 8£ PLACED IN THE STREET IHT/1/N THE LIMITS OF WORK rF THIS PLAN PER SORS 0/!G M/9. 9. All SUR-.CY UONUMENTS ANO POINTS THAT ARE O/STIJRB£1) BY THIS WORK SHALL BE REESTABLISHED, PERPET/JA TEO. ANO OOC/JMENTED PER 'THE PROFESSIONAL LANO S/JR-.CYORS ACT. Ta TIit/ (2) SETS OF S/JRVEY {CIIT} SHEETS SHALL 8£ PROVIDED TO 711£ CITY ENGINEERING INSPECTOR. 11. IN ACCORDANCE llf'TH THE CITY S/JSMP, All STORM DRAIN INLETS CONSTR/JCTEO BY 'THIS Pl.AN SHALL INCL/JOE 'STENCILS' BE ADDEO TO PROHIBIT WASTE DISCHARGES DOWNSTREAM. STENCILS SHALL BE AOOEO TO 'THE SA TISFACT/ON rF TH£ CITY ENGINEER. CONTRACTOR'S NOTE Construction contractor cgree11 that In accordance wfth genan:illy accepted construction practices, construction contractor wlll b■ n,qulred ta oaaume sole and complete responsiblllty for job site conditions during th• cour81 of conetructlon of the projact, lncludln9 safety of all pereone and property. that thl1 requirement shall be mode to apply continuously and not be llmlted to normal worklng houra, and construction contractor further agrees to defend, Indemnify and hold City of Carlsbad hormlesa from any and all lloblllty. real or alleged, In connection with th• performance of work on thla project. excepting lloblllty arlelng from the sol■ negllijtmce of City of Carlsbad professional. ENGINEER'S NOTE UNAUTHORIZED CHANGES & USES: The onglneor preparing these plans will not ba responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must ba in writing and must be approved by the preparer of these plans. CELSOC Consulting Engineers & Lond Surveyors of California I HEREBY DECLARE THAT I AM THE ENGINEER OF Hai'K FDR 'THIS PRO.ECT, 'THAT I HA VE EXERCISED RESPONS/81..E CHARGE 0-.r:R THE DESIGN rF 'THE PRo.ECT AS OERNEO IN SECTION 6703 OF 'THE B/JS/NESS ANO PR(F[SSIONS COD£, AND lllA T THE DESIGN IS CONSISTENT WITH C/JRRENT STANDARDS. I /JNDERSTANO THAT THE CHECK OF PROECT ORAl'r1NGS ANO SPECIFICATIONS er THE CITY OF CARLSBAD 00£5 NOT REL/El£ ME AS ENGINEER OF J+!JR/1'; OF MY RESPONS!BIUTIES FOR PROJECT DESIGN. flR/1: PARl'NERS PLANNING ANO ENGINEERING ADDRESS: 15938 BERNARDO CENTER OR. CITY, STA TE: SAN DIEGO, CA 92127 TELEPHONE: (858)316-344~ BY.· ~~ ~-• ANDREW J. KANN DATE: R. C.E. NO.: 50940 REGISTRATION EXP/RAT/ON DA TE: PARTNERS Planning and Engineering I 5938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 lt.lPORTANT NOTICE Section 4216 of the Government 9-30-09 Code requires that a Dig Alert Identification Number be issued before a •Permit to Excavate• will be valid. Fer your Dig Alert I.D. Numbor Call Underground Service Alert TOLL FREE 1-800-422-4133 Two working days before you dig LOCA T/ON: CO/JNTY OF SAN DIEGO BENCHMARK OESIGNA TION NO. R/800 288+89£C ELEVATION: 311.407 M.S.L DATUM: N.G. V.O. 29 PROJECT LOCA 110N T/1/S PRO.ECT IS LOCA TEO IWT/1/N ASSESSORS PARCEi. N/JMBER: 2/J-261-06 TH£ CAUFORNIA COOROINA TE INDEX OF T/1/S PRO.ECT IS: 1990-6252 CARLSBAD MUNICIPAL WATER DISTRICT OJ~/ s/sLo! DA "1D A. HAUSER ' DATE DEPUTY CITY ENGINEER PE 33081 EXP. 6 /30 /OB " i\ A.s-eu,t-r DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION SOURCE OF TOPOGRAPHY DEVELOPER TOPOGRAPHY SHOWN ON 'THESE PLANS PER MASS GRADING PLANS BY PRO.ECT DESIGN CONSUL TAN TS 400-BA -.CR/RED BY PARTNERS PLANNING AND ENGINEERING JUNE 2007. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA T/ONAL MAP ACCIIRACY STANDARDS KENNETH R. £4 TTERI..EE DANIELSON O.S.S., LLC 406 9 'TH A I/ENI/£, SUl'TE 309 £'4N DIEGO. CA 92101 !El (619} 876-4176 SUSMP PROJECT PRIORITY: HIGH CITY OF CARLSBAD FIRE DEPARTMENT d "AS BUil T" REQUIREMENTS NO. OF F.H.(S)_Lf.FLOW 4000 G.P.M. OUT Of_J_f.H.(S). ,,. _/ /4 3-3c>·&>? -------/ ~ BLDG. SP#-NKl.£.D: lfS F.FLOW 2500 G.P.M. p .E. <:"fl --.,h EXP. 9-,30 -c:,9 DAlE _{~-~l~'Y R~W!~.8~ 4,/'l/0-, FIRE ~ RSHAI l D~ INSPECTQII( DAlE I SH:ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT WATER AND SEWER IMPROVEMENT TITLE SHEET FOR: BRESSI RANCH LOT 15 LOT 15 MAP NO. 14960 TRACT CT 02-15 APPROVED: I /A Jj,I' A. HAUSER ~,/2-/08 DEPUTY CITY ENGINEER PE 33081 EXPIRES 6/30/0BDATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: GYP PIP 06-07 4-55-2 OTHER APPIWVAL CITY APPROVAL RVWD BY: '-,":J:,/. ~ I ., -I " 052108 ..... _; JJ()...;,~' i -• 1 -~ h i . ,,,,,,,,,.,.,. ~ ~ ' . ... ~ ...... ' ' '~ ~··· ;~ ' "1 i~ ~'i}~~~t~ ~ . ,, ·~ . <:!;!~~~<!-! . ~~ . t' -":I -----'-_. _ _,_----- ···320-+ \' i i ~:-.-~~~---..,~-~! -:.::J::._::J~i-1. _...;==::::CT ................. -a ~ ~ .. ~ -~; . :~i ...... i -="'"-> !!- -~~ STA Of 90. OIJ WA TEii /JAIN :4 '= /Of/0.0IJ WATEII UIE '8' PER owr; I 4#-!I SHEET I CF I RfliO'.C £NIJCAP, T.Jl, I CF PIPE CONNECT TO [XJST. a• PW: W/ Fl.XPJ AOAPTrR CONIRACTI.Yi SHAil PROWJE All ff[/}/J/1/fO RT7/NGS TO IIAKE PROPER CO/'lll[CllON STA /H 8 WA TEii J.IAIN ~' I:),. = 1,5'()()'/Jo" "'\ \ \ \ \ \ \ \ \ ~ i+--+---1~+---~ . ·····•· :i.ia ................. L ~~. "' ... ~~ "' "' \ \ . \ \ 1'---. \ -.. -_\~~j _ --~JI ~-i NOTE ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 'IERTICAL SUR.CY CONTROL BENCH MARK • ' -· .,. • NOTE CONTRACTOR SHAil POTHOLE AND .CR/FY All WORK TO BE JOINED PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER rT WORK WI TH ANY DISCREPANCIES. DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SUR'IEY /!Fil ON CENTERL/N[ OF tL CAMINO REAL LOCATION: COUNTY rT SAN DIEGO BENCHMARK DES!GNA TION NO. R/800 288+89EC REVA TION: 311.407 M.S.L. DA TIJM: N. G. V.D. 29 ' ; : . . .. .. '". "" .... STA 2 4& .1-fA-V. SCALE: 1"=20' -.. . .... , .. , ........ , ........ , ......... '. '' ,. .... : ........ •·... ' ' ' L ~• :: · .. ·•• ---1'·· ··• : ; ...s::s ..--<!d--+,=+cc· -! ~ .... ' lti' ;~:i--:~'4 ~ ---------- ~ I ~ STA 2f9J.5J WATEII MAIN '8' z• WA TEii SBl'>fCE W/ 2' AIETEII .t BACKFLOW f'RfWTEII Slit 2f96.5J WATEII IIAIN '8' I-EA~2• IJ.A.R. STA J+OO. OJ WA TEii /JAIN '8' I-EA~ [NOCAf' I-EA~ T.8. PARTNERS Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 [1A,i&~ ~ ANDREW J. KANNR.C.t. 50940 MY REGJSTRA nON EXPIRES 9-30-09 I \_ DATE JJ5.50TYI \ L...--___., \ DATE \ ., \ \ \<,__,,\ ·.,:,.)\ - INITIAL ENGINEER OF WORK s~i,J,tv !JAIN~'= lfJS.OIJ WATEII fiAIN '8' PER owr; #/i-J · · J ct J \ NMO'.£ ENOCA!f 8., 10 OF PIPf • Cf}lj!lf(:l T() £XIS_._, 10" PIC , /I'/ fl.XPJ,AOA/'.Taf? \ -EA~IO'i g• RE, .. _ TRACT{)H §IAI1 "¾fg,,,/JE A 1/f(}JJJf/EJ) RTIIN(lS TO Pfl(F[fi ca/NE~TI/JN \ -i'Hl'-1( ' I '' \ _} \ ' ·\ \ \ \ \ \ \ \ \ '' \ -, ' ~--; L .. :.'.~ ',--,--. REVISION DESCRIPTION \ ,J ~"'. .... -·- \,;:\ t--¢ \ \ \ \ ·.\ \ ' ' ' \ NOTE CONTRACTOR SHAil POTHOLE AND vfR/FY ALL WORK TO BE JOINED PRIOR TO CONSTRUCTION AND NOTIFY ENGIN4[R rT WORK WITH ANY DISCREPANCIES. 0 10 @ WATER DATA NO. DELTA OR BRG. RAO/US LENGTH RO/ARKS 1 N80'52'/J6"[ 2H' 8' CMLM ~10 GAGI" STER PIP£ 2 N54'07'54"W ,,,., 8" Cl.llife ~10 GAGI" STER PIP£ J N76'5-l'JJ't 1281 a• Plit:' ~ Cl.ISO HG 550 4 N80'2J'J5't 158.96' a• Plit:' ~ C/.150 HG 550 5 N16"37'54"W 15.08' 8" Plit:' ~ Cl.ISO HG 550 6 N80'52'/J6't 25.00' o• C/llife ~10 GAGI" STER PIP[ 1 N80'52'/J6"[ 2!1.10' a• Plit:' ~ CL 150 HG 550 8 N09'08'50't 200./JJ' a• Plit:' ~ CL/50 HG 550 9 NIJ'05'27"W 2128' a• Plit:' ~ Cl.ISO HG 550 10 N09'08'50"W 133.97' 8" Plit:' ~ CL 150 HG 550 If N80'51'10't 60.25' a• Plit:' ~ Cl.ISO HG 550 NO DEFLECTIONS AT BELLS, RTTINGS OR OF THE PIP£ Hrll BE AllOHl:0. THE USE CF 0Ef1£CTION COLLARS SHAil BE R[l}IJIRED. CONTRACTOR SHAil SUPPLY ,t INSTALL All 0Ef1£CTION COLLARS TO CONSTRUCT THIS PLAN. 20 40 60 GRAPHIC SCALE: I• = 20' REVIEWED BY:~J J C:a~&ch.. INSPECTO WATER IMPROVEMENT PLANS FOR: J20 ····+ DATE BRESSI RANCH LOT 15 DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL MAP NIJ. 14960, CT OZ-15 APPROVED CITY ENGINEER a.,Jt· HAUSER ..r/s/oa, PE 33081 EXPIRES 06 30 08 ' DA TE DWN BY: __ _ PROJECT NO. PIP 06-07 DRAWING NO. CH KD BY: 611P RVWD BY: 6W 455-2. ---- - ' .,i T \ \ NOTE . sl J+95.00 WATER IIAIN 'c' \"·' 1-iNflXPJ Af)APTCII ·, ;TA #iJJ.20 WATER JIAIN 'c'.= \ lo+82.9 WATER Ute~• PfJ/ {)/If; I 9 SHEET J Or I fl[MO',£ 'AP. T.8., 10 Or PIPE CONNECT fXIST. a• PH: W/ FLXPJ \APT& L- I CONTRACTOR SHALL POT/IOI..£ ANO VERIFY AU WORK TO BE JOINED PRIOR TO CONSTRUCTION ANO NOT/fl' ENGINEER OF WORK 1+1TII ANY DISCREPANCIES. ) \ NOTE ElECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR ~TICAL SUR VEY CON !ROI.. NOTE CONTRACTVR SHALL POTI/OLE ANO 1/fRIFY All WORK TO BE JOINED PRIOR TD CONSTRUCTION AND NOTIFY ENGINEER OF WORK 1+1TII ANY DISCREPANCIES. CONNECT 70 EX. 12• PW: 2-LOCA 7/0NS CONTRACTal' SHAil PROWJE All Rf(}IJIR[f} RmNCS 70 JIAKf P!la'(][R CONNECTION NOTE CONTRACTOR TO CONSTRUCT ,lr'--Tfl[-COM COIIO/JIT BANK PER B/JIWINC PLANS 14A ~,;4, [/£CTR/CAL SI/EfTS. CONTRACTOR SHALL NOT /NSTAU ANY IMPROl/fMENTS TIIAT WOIJUJ OBSTRUCT TI/E DRIVERS SIGHT DISTANCE BET'>ICEN TIIE ORI l,f'WA Y ANO TIIE ROAD BENCH MARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY llfll ON GEN TFRLINE OF EL CAMINO REAL l OCA !ION: COUNTY OF SAN DIEGO BENCHMARK OESIGNA TION NO. R/800 2BB+89EC ELEVATION: 311.407 M.S.l. DATUM: N.G. V.O. 29 . -1-.. :. ~ ' "'I CAMPBELL PL PLAN: WATER MAIN t'' CONSTRUCTION NOTES (j) SAHWT UJIJT LINE Cl) RD.IOI,£ [XISl/NC !JOEWAIK, CIJRB/WTTER ANO AC PA',f),f[Nl Q) CONSTRUCT 1• PCC SIOWAlK PER SDRSO G--1 0 CONSTRUCT 6" CIJRB ,t WTTER PER SORSO G-2 @ AC;1/A5l' PA l4NC {/lfPI.ACE IN KIND) @ RD.IOI,£ ANO REPLACE LANDSCAPE ,t /RR/CAI/ON Q) PR011[}[ TRENCH Pl.A TES ,t TRAFFIC CONTRIX @ PR011[}[ EROSION CONTRIX Q) TE/£-CO!t/1,/ CONDUITS !1-IA/1 8£ Pl.ACED /JNOER 12• WATER JIAIN 1.0' CLEARANCE Dr Ol.1 -+-••·····•--'--'1 ·~ r ' ;::i--. ···-- . "'I STA J+J6.1J WATER JIAIN CAMP8£lL Pl.ACE .. . 1.5' l,/£TER .t BACKFI.OW ... PRHfNTER .. _.,;:~; ,'' ifjj.,-' ,,·\ ~"' )WC /,/f .. ). PARTNE s•\ Planning and Enginee ·ng 15938 Bernardo Cente Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 ·~~ ANDl?EWJ.KANNR.C.E. 5094-0 MY REG/Sm A noN EXPIRES 9-30-09 f··---'--1·---+--+ ... ,.,,., .. , .......... , ..... ·'!"'""'"" .... . ...• 1 ..... ' ...... , .. J ........ ;. ...... ,. +····;·······;.· DATE \ .... .; ..... .... "'. "·~--'· " . ' .. . . ·, ·---·-'•~"", ·,,_ <.II:·),/. •, .,....- '- ! -~---· .• :-- _ ·:'., / ',J \ \ ./\,~.' ;• .. __ ·" ' + ; 1 · " ' : .. L . ... ' ·'•"" '·""" i I . ' ..... . . ~....-•·+ .. '--+--••-'""~ ·····."'"·····"~1 .••••• ! ..••.•. , .. ······1••···••·1•··•--C..·--·+······'··••·;----··'·-- ) ·····I·"" ··-····+".. -~ ··•··· ···-~---· ' , .. _____;_.._..._ •• : ; ---+---'-: l i FR """ + ~-! .. ~i ~ .... t ... . .. , ...... ., ... _, . ; ...... :. --'---'- __ 1_, ___ L, ___ ; ! ...... l __ ..J_ .. _c._: -l-~ . . ;..__,_-----___ J;_'---'-... r·~!. 0 10 20 40 ' @ WATER DATA NO. DEi.TA OR 8RG, RADIUS 1.£11G1H REMARKS II NBO'Sl'IO"E 60.25' a· Pl,t' ,., a15o HG 550 12 N09'07'51 •w 49.5J' a· Pl-t' ,., a15o HG 550 IJ NB0'52'o6"E 2J.40' a· Pl-t' ,., a15o HG 550 14 NB0'52'06"E 21.00' a• Cl.UC ... 10 GAGE' STEEi. PIPE 15 N90'00'oO"W 15.00' 12• Pl-t' ,., Cl 150 HG 550 NO OEF/£CTIONS AT BELLS, FITTINGS OR OF THE PIPE U1l1 BE AUO'EO. THE US£ OF OEF/£CTION COLLARS SHAU BE REQl)IREO. CONTRACTOR SHAil SUPPLY .t INSTALL All 0£FI.ECTION COllARS TO CONSTl?UCT Tl/IS Pl.AN. 60 GRAPHIC SCALE· I• = 20' RE;:; BY: 4L INSPECTOR/ ' DATE fsHml CITY OF CARLSBAD ~=====t====t================================t====j~===~t====i====j L:___j ENGINEERING DEPARTMENT WATER IMPROVEMENT PLANS FOR: BRESSI RANCH LOT 15 MAP NO. 14960, CT 02-15 APPROVED ~ A:t(AUSER s-,4'"/os CITY ENGINEER PE 33081 EXPIRES 06 30 OB DATE DAlE INITIAL REVISION DESCRIPTION ENGi NEER OF WORK DWN BY: PROJECT NO. DRAWING NO. DAlE INITIAL DATE INITIAL CHKD BY: c-vP 45'-2 OTHER APPROVAL CITY APPROVAL RVWD BY: ,i;w PIP 06-07 052108